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HomeMy WebLinkAboutEx06_Trailer_Foundation_Calculations12ABCD3S-101EQ.MAIN I BEAMRE: NOTE 13EQ.FACE OF STUD11'-9"FACE OF STUD56'-0"PIER8'-0"PIER8'-0"PIER8'-0"PIER8'-0"PIER8'-0"PIER8'-0"PIER8'-0"2S-101SINGLE CMU DRY STACKMAIN I BEAMDOUBLE DRY STACK CMU W/ 16" X 16" ABS PAD AT DOOR LOCATION3'-0"COORDINATE ON SITEDOOR LOCATION3'-0"COORDINATE ON SITEDOOR LOCATIONHITCH2'-0"2'-0"ANCHOR13'-0"ANCHOR13'-0"ANCHOR13'-0"ANCHOR13'-0"DOUBLE DRY STACK CMU W/ 16" X 16" ABS PAD AT DOOR LOCATION 16" X 16" ABS PAD24" X 24" ABS PAD24" X 24" ABS PAD16" X 16" ABS PAD16" X 16" ABS PAD20" X 20" ABS PAD TYP. UONFFE100' -0"EXISTING GRADE97' -0"1MMA-34 LONGITUDINAL FRAME TIE W/CORNER TIES W/ STRAP OR EQUALSTUD WALLPLYWOOD DECKFLOOR JOISTCONT. BOT. PLATECONT. RIM JOISTEND MEMBER AT END UNIT16" X 16" ABS PADOPEN OR CLOSED CMU DRY STACKFACE OF STUD2" SOLID CONC. BLOCK OR 2 X PTSTEEL CROSS MEMBER3150 LBS RATED TIE DOWN STRAPROCK CROSS DRIVE ANCHOR RE: FOUNDATION PLAN FOR ANCHOR LOCATIONS2'-0"FRAME CLAMP II OR EQUAL OR WRAP METAL STRAP AROUND STEEL BEAMEXISTING ASPHALT4 5 .0 0 °FFE100' -0"EXISTING GRADE97' -0"ABFRAME CLAMP II OR EQUAL OR WRAP METAL STRAP AROUND STEEL BEAMSTUD WALLPLYWOODDECKCONT. RIM JOISTSTEEL OUTRIGGERSTEEL CROSS MEMBERFACE OF STUDFLOOR JOISTOPEN OR CLOSED CMU DRY STACK20" X 20" ABS PAD 2" SOLID CONC. BLOCK OR 2 X PTROCK CROSS DRIVE ANCHOR RE: FOUNDATION PLAN FOR ANCHOR LOCATIONSCONT BOT. PLATECENTERLINE OF PIER,STEEL BEAM AND ABS PAD3150 LBS RATED TIE DOWN STRAP4 5 .0 0 °EXISTING ASPHALTRE: PLANFOUNDATION NOTES:1. FOUNDATION REVIEW AND INSPECTION IS TO BE PERFORMED BY THE LOCAL OFFICIAL HAVING JURISDICTION.2. UNIT MAY BE SHIMMED AS REQUIRED BETWEEN TOP OF PIER AND MODULAR UNIT FRAME. FLAT METAL, WOOD OR ABS SHIMS CAN BE USED. WEDGE SHIMS SHALL BE USED IN PAIR.3. DIMENSIONS SHALL BE FIELD VERIFIED. 4. FINISHED FLOOR ELEVATION FFE = 100'-0" IS FOR REFERENCE ONLY.5. TIE-DOWN STRAPS TO BE 1-1/4"x .035" TYPE-1, FINISH B, GRADE 1 ZINC COATED STEEL CONFORMING WITH ASTM D3953-91, TIE DOWN STRAPS HARDWARE SHALL HAVE 3150# MINIMUM WORKING CAPACITY AND YIELD STRESS OF 109 KSI.6. UNDERGROUND UTILITY LOCATIONS ARE THE RESPONSIBILITY OF OTHERS. ALL UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED PRIOR TO ANY EXCAVATION.7. PROVIDE VENTILATION AS REQUIRED PER CODE ONE SQUARE FOOT PER EACH 150 SQUARE FEET OF CRAWL SPACE AREA.8. PROVIDE MINIMUM CRAWL SPACE ACCESS DOOR UNDER UNIT. OF 24" x 36".9. ASSUMED ALLOWABLE SOIL BEARING CAPACITY IS 1500 PSF.10. SINGLE DRY STACK CMU SHALL NOT EXCEED 32 INCHES IN HEIGHT.11. DOUBLE DRY STACK CMU SHALL NOT EXCEED 48 INCHES IN HEIGHT WITHOUT SURFACE CEMENT MORTAR.12. ANY CHANGES OR SUBSTITUTIONS WITHOUT THE APPROVAL OF EOR IS NOT ALLOWED.13. DIMENSION BETWEEN MAIN I BEAM SHALL BE FIELD VERIFIED BEFORE THE UNIT IS SETUP.14. STABILIZER PLATE OF ANCHOR IS NOT REQUIRED IF THE SETUP OF THE UNIT IS ON ASPHALT. DESIGN LOAD:BUILDING CODE: IBC 2015ROOF LIVE LOAD =20 PSFFLOOR LIVE LOAD =50 PSFFLOOR DEAD LOAD =10 PSFROOF DEAD LOAD =10 PSFEXTERIOR WALL DEAD LOAD = 60 PLFWIND SPEEDV = 98 MPH (ULT)V = 76 MPH (ASD)EXPOSURE BINTERNAL PRESSURE COEFFICIENT GCpi = ± 0.18RISK CATEGORY IILEGENDINDICATES ROCK CROSS DRIVE ANCHOR LOCATIONS. END ARROW INDICATE ANCHOR LOCATION.SEISMIC LOADS:OCCUPANCY CATEGORY -IIMAPPED SPECTRAL RESPONSE ACCELERATIONS -Ss = 1.44, S1 =0.497SITE CLASS -DSPECTRAL RESPONSE COEFFICIENT -Sds_alt = 0.750, Sd1_alt= 0.750SEISMIC DESIGN CATEGORY DBASIC FORCE RESISTING SYSTEM -LIGHT FRAMED WOOD WALL SHEATHED WITH WOOD STRUCTURAL PANEL RATED FOR SHEAR RESISTANCEANALYSIS PROCEDURE -EQUIVALENT LATERAL FORCE PROCEDURERESPONSE MODIFICATION FACTOR -R = 6.5SEISMIC RESPONSE COEFFICIENT -Cs = 0.1154DESIGN BASE SHEAR -V = 3.3 KSNOW LOAD:GROUND SNOW LOAD Pg = 20 PSFEXPOSURE FACTOR Ce = 1.00THERMAL FACTOR Ct = 1.1IMPORTANCE FACTOR Is = 1.0ROOF SNOW LOAD Pf = 20 PSFABS PAD NOTES:1. CLEAR ALL VEGETATION AND DEBRIS FROM THE AREA WHERE THE ABS PAD ARE TO BE PLACED.2. GROUND UNDER ABS PAD SHALL BE LEVELED AND EVENLY COMPACTED.3. PLACE ABS PAD WITH GRID SIDE UP, SMOOTH SIDE DOWNWILLIAMS SCOTSMAN INC. ALL RIGHTS RESERVED ©DATE:DRAWN BY:WILLIAMS SCOTSMAN INC.901 S Bond St Ste 600, Baltimore, MD 21231410.931.6000www.willscot.comOWNERSHIP OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE “INSTRUMENTS OF SERVICE”WHICH ARE, AND SHALL REMAIN, THE PROPERTY OF WILLSCOT AND ARE NOT TO BE: REPRODUCED, TRANSFERRED IN HARD OR ELECTRONIC FORM; USED IN WHOLE OR IN PART BY ANY OTHER ARCHITECT, MANUFACTURER OR CONTRACTOR; OR USED ON ANY OTHER PROJECT WITHOUT EXPRESS WRITTENCONSENT OF WILLSCOT.THE ARCHITECT / ENGINEER WHO HAS AFFIXED THEIR SEAL HERETO SHALL HAVE NO RESPONSIBILITY FOR AND SHALL BE INDEMNIFIED FROM AND AGAINST ANY ANDALL LOSS, COST, DAMAGE OR EXPENSE RELATED TO RECIPIENT’S / CLIENT’S BREACH OF THE AFOREMENTIONED CONDITIONS. DISCLAIMER: THIS DOCUMENT IS TO BE EVALUATED IN CONJUNCTION WITH ALL RELATED PROJECT DOCUMENTATION. ANY DISCREPANCIES IDENTIFIED IN THIS DOCUMENT, INCLUDING THOSE RELATED TO DIMENSIONS, MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT / ENGINEER PRIOR TO PROCEEDING WITH ANY BUILDING MANUFACTURE OR OTHER WORK. IN THE EVENT OF CONFLICT, THE SPECIFICATIONS, DIMENSIONS AND RENDERINGS HEREIN TAKE PRECEDENCE OVER RECIPIENT’S / CLIENT’S REQUIREMENTS.APPR. BY:FILE #:REP:ASSET #:7/14/2020 11:39:14 AMS-101FOUNDATION PLANAND SECTIONSCOVID 19 SCREENING7/10/2020TRL12 SEAHAWKS WAYRENTON, WA 98056KGWWS2020-0662COLBY LAHUENFL TRAINING CAMP1/4" = 1'-0"1FOUNDATION PLAN3/4" = 1'-0"2END WALL SECTION3/4" = 1'-0"3OUTRIGGER SECTIONISSUE DATE DESCRIPTIONMATERIAL QUANTITIESDescription Count16" X 16" ABS PAD 820" X 20" ABS PAD 824" X 24" ABS PAD 4FRAME CLAMP II WITH METAL STRAP 14MMA-34 WITH METAL STRAP 4ROCK CROSS DRIVE ANCHOR 18091520216RST#2012407/14/2020EXHIBIT 6RECEIVEDClark Close 02/17/2022PLANNING DIVISIONDocuSign Envelope ID: AFDFCE60-3CA7-4D0F-A630-6008AF15F684